Nonlinear Calculation of Soils Compaction on the Structures with Heavy Rammers

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The method of soil compaction with heavy rammers was proposed by Professor Abelev Yu.M. in 1948. Later this method under the name “Russian rammers” was applied in France (since 1953), and later in other countries. However, despite the widespread application of this method, there are still no methods for calculating soil compaction of various origins with certain strength and deformation characteristics. The developed methodology of nonlinear calculation of the foundation during compaction with heavy rammers is presented. For this purpose numerical calculation methods using explicit schemes of equation systems integration are applied to modeling of nonlinear compaction processes.

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作者简介

O. Mkrtychev

Moscow State University of Civil Engineering

编辑信件的主要联系方式.
Email: mkrtychev@yandex.ru

Doctor of Sciences (Engineering)

俄罗斯联邦, 26, Yaroslavskoe Hwy, Moscow, 129337

M. Abelev

Higher School of Economics

Email: mkrtychev@yandex.ru

Doctor of Sciences (Engineering)

俄罗斯联邦, 20, Myasnitskaya St., Moscow, 101000

A. Savenkov

Moscow State University of Civil Engineering

Email: anton.savenkov86@internet.ru

Engineer

俄罗斯联邦, 26, Yaroslavskoe Hwy, Moscow, 129337

参考

  1. Abelev M.Y., Abelevа A.M., Averin I.V., Chunyuk D.Y., Almazov A.A. Osobennosti stroitel’stva na lessovykh prosadochnykh pri zamachivanii gruntakh [Features of construction on loess subsidence during soil soaking]. Moscow: ASV. 2023. 144 p. ЕDN: UPAWCW
  2. Chunyuk D.U., Kopteva O.V., Selviyan S.M. Determination of characteristics of compacted sandy and clay soils using field and laboratory methods. Novye Tekhnologii v Stroitel’stve. 2023. Vol. 9, Iss. 4, pp. 183–193. (In Russian). ЕDN: FAXMCY. https://doi.org/10.24412/2409-4358-2023-4-183-193
  3. Akter M.J., Aslam M., Manan A., Asif M., Shah S.Z.A., Hassan A. Soil compaction and classification analysis for enhanced load-bearing capacity in construction. European Journal of Theoretical and Applied Sciences. 2025. Vol. 3. No. 1, pp. 83–99. ЕDN: HSHVPN. https://doi.org/10.59324/ejtas.2025.3(1).07
  4. Wang X., Li J., Li J., Zhang J., Ma G. Advanced intelligent compaction strategy for subgrade soil considering heterogeneous database. Journal of Rock Mechanics and Geotechnical Engineering. 2024. Vol. 16. No. 11, pp. 1–15. ЕDN: OHUCEQ. https://doi.org/10.1016/j.jrmge.2024.11.029
  5. Jasim A.F., Kareem K.R. Geotechnical-electrical evaluation of soil compaction parameters, south of Baqubah city. Iraqi Geological Journal. 2023. Vol. 56. No. 2D, pp. 187–201. https://doi.org/10.46717/igj.56.1D.12ms-2023-4-21
  6. Mkrtchyov O.V., Novozhilov Y.V., Savenkov A.Yu. Impact of a heavy object on an underground structure when falling onto the ground surface. Stroitel’naya Mekhanika Inzhenernykh Konstruktsiy i Sooruzheniy. 2021. Vol. 17. No. 4, pp. 425–438. (In Russian). ЕDN: DKRKTJ. https://doi.org/10.22363/1815-5235-2021-17-4-425-438
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  9. Mkrtychev O.V., Savenkov A.Y. Modelling of blast effects on underground structure. International Journal for Computational Civil and Structural Engineering. 2019. Vol. 15. No. 4, pp. 111–122. ЕDN: OANJAZ. http://dx.doi.org/10.22337/2587-9618-2019-15-4-111-122
  10. Spravochnik Geotekhnika: Osnovaniya, Fundamenty i Podzemnye Sooruzheniya [Geotechnical handbook: Foundations, substructures and underground structures]. Il’ichev V.A., Mangushev R.A. Moscow: ASV. 2019. 768 p.
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补充文件

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1. JATS XML
2. Fig. 1. Scheme of soil compaction with heavy rammers

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3. Fig. 2. Calculation model

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4. Fig. 3. 1st and 2nd strikes

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5. Fig. 4. 3rd–8th strikes

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6. Fig. 5. 9th impact and deformed pattern after soil stabilization after impacts

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7. Fig. 6. Soil surface compaction curve obtained by numerical method and its comparison with experimental data 1 – numerical experiment; 2 – experimental data

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8. Fig. 7. Equivalent stresses in soil

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9. Fig. 8. Compaction of soils with a step equal to the radius of rammers

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